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\ W E <br /> Q0 <br /> \\ \ ✓` f - S LEGEND a20 <br /> W - <br /> 1„=4Q' Z Woo <br /> _ <br /> ` \ \ PERIMETER DITCHES 0 z <br /> TERRACE CHANNELS w Q) m <br /> 4j ` `' PILE DESIGN MAJOR CONTOURS(25' INTERVAL) p M is <br /> _ _ <br /> �'— SEE MAP <br /> 56-30 PILE DESIGN MINOR CONTOURS(5' INTERVAL) <br /> I <br /> DIVERSION D{TCH TO AVOID H{GH FLOWS ON STEEP SLOPES. ''' <br /> '"-�-.> T EXISTING GROUND MAJOR CONTOURS(25' INTERVAL) � '� <br /> \ - w ti✓ <br /> SEE AP 162 AND ILLUSTRATION 59 5EDCAD STRUCTURES " �- � ---� - , -- <br /> ' (2) 30"CULVERTS WITH (/� <br /> 17, 8,AND 19. ,, ��_---'` �, cs - <br /> .i ..,� � � � �6 /f �,� �, FLARED END SECTIONS AND � � - - ___ __-_ __ ___ __ _._ ... _ ...__ __ . . _ ___ EXISTING GROUND MINOR CONTOURS(5'INTERVAL) � � <br /> \ SLOPED TRASH RACKS ON o co �■ <br /> CL <br /> �--- LIGHT USE ROAD <br /> f <br /> INLETS <br /> 5625 <br /> FLOW DIRECTION ARROWS 00 <br /> i 4 Eb r <br /> kLl <br /> %4 <br /> fit sr <br /> �.._. ` ca <br /> a <br /> . f <br /> o .. .. cn <br /> f <br /> a <br /> 5630 <br /> co <br /> w <br /> 5620 ---�- ! - '-2 -- RP-A Sediment Pond Elevation vs. Storage <br /> _ <br /> 5630 ... <br /> h ! <br /> v <br /> 20____ 5629 <br /> -_DISCHARGE TO 0 4 <br /> RED WASH TRIBUTARY 5628 Z <br /> �E MAP 163 FOR <br /> t POINT OF COMP V <br /> 5627 U <br /> CL <br /> SE D NT POT - 5626 ° <br /> a. <br /> _R PA <br /> 1 �` � .a 5625IL <br /> ,� � 5624 'w <br /> .00� <br /> i <br /> 5620 --- fir.} `fl �.. --' 5623 C) C1 F � <br /> W <br /> 5622 0 <br /> o � <br /> .a <br /> ' 1 <br /> 5625 - 5621 <br /> _-- 5620 <br /> TOE OF FOP-A. SEE MAP 162 f -s 5619 <br /> 630 / 0 1 2 3 4 5 6 7 8 9 10 11 12 <br /> mot. i j <br /> / � J Storage (Acre-Feet) <br /> f <br /> i <br /> —5635 <br /> r- <br /> / <br /> 5640 <br /> -- RIP RAP CHART <br /> U <br /> SedCAD Bottom Side Slopes Channel v <br /> -- Channel Dmin(in) D50(in) Dmax(in) Length(ft) 5650 _ <br /> Structure Width(ft) (XhAV) Slope% <br /> / /- -- --' Outlet Ditch NA 1 2 5.4 5.33 8 12 Full <br /> Culvert Outlet NA 6 2 5_7$ 6.00 9 13.5 31 <br /> o <br /> 5640 <br /> EXISTING GROUND <br /> 5630 <br /> 2 3.00 C)? <br /> 5650 Si S <br /> 5620 ---- <br /> 5640 <br /> 1 <br /> EXISTING GROUND <br /> 5630 <br /> 5610 <br /> NOTES. 5620 - - NEW DITCH @-5.41 <br /> 5626 5624 <br /> THIS DRAWING IS A MORE DETAILED VIEW OF THE SEDIMENT <br /> POND RP-A SHOWN ON MAP 162. 5610 _ <br /> (2)X 35 LF 30"CMP a� -5.719'Q <br /> (DOUBLE BARREL) MITERED TO ; _ - <br /> HYDROLOGY, SEDIMENTATION,AND HYDRAULICS CALCULATIONS 5600 <br /> MATCH SLOPE <br /> FOR THE FACILITIES SHOWN HEREON AND ON MAP 162 ARE 5600 0+00 0+25 0+50 <br /> CONTAINED IN ILLUSTRATION 59. 0+00 0+50 1+00 1+50 2+00 2+50 <br /> SPILLWAY PROFILE OUTLET CHANNEL CROSS SECTION <br /> 1"=20' 1"-10' <br /> 4399 <br /> TR-72 <br /> 1 [ 5 r� <br /> /19 ° <br /> Approved 10/10 <br /> nc <br /> 6 <br /> z <br />